Scrubbing Tower Design
Scrubbing Tower Design
Scrubbing Tower Design
Basis:-
Absorption of Formaldehyde from Formaldehyde + Air Mixture
Scrubbing Media is Sodium Sulphide, Na2S
Isothermal Absorption no temp. rise during absorption
Process Data
T Scrubber Operating Temp. 70
P Oeperating Pressure 1
760
HCHO Volume % in inlet gas 4
Pipe Diameter 450
Assuming Inlet Velocity 20
Inlet Vol. Flow Rate of Gas 11445.3
Molecular Wt. of Formaldehyde 30
Molecular Wt. of Air 29
R Universal Gas Constant 0.082
Absorption required 95
0.95
Nomenculture
Gs Molar Flow rate of Air
G1 Molar Flow of Inlet Gas Mixture
y1 Mole Fraction of HCHO in Inlet Gas
Y1 Kmol of HCHO/ Kmol Air in Inlet Gas
G2 Molar Flow of Outlet Gas Mixture
y2 Mole Fraction of HCHO in Outlet Gas
Y2 Kmol of HCHO/ Kmol Air in Outlet Gas
x2 Mole Fraction of HCHO in Inlet Water
X2 Kmol of HCHO/ Kmol Water in Inlet Liquid
L2=Ls Molar Flow Rate of Water at Inlet
L1 Molar Flow Rate of Water at Outlet
x1 Mole Fraction of HCHO in Outlet Water
X1 Kmol of HCHO/ Kmol Water in Outlet Liquid
Lsm Minimum Amount of Solvent Required
X1m Value of X1 corrospond to Minimum Amount of Solvent Req
Calculation
ρA Density of Air 1.031
Gs Molar Flow Rate of Air 406.93
x2 Mole Fraction of HCHO in Inlet Liquid 0
X2 Kmol of HCHO/ Kmol Water in Inlet Liquid 0.000
y1 Mole Fraction of HCHO in Inlet Gas 0.04
Y1 Kmol of HCHO/ Kmol Air in Inlet Gas 0.04167
y2 Mole Fraction of HCHO in Outlet Gas 0.002
Y2 Kmol of HCHO/ Kmol Air in Outlet Gas 0.00200
Mole Fraction of Air in Outlet Gas 0.998
Minimum Amount of Solvent required for desired absorption
Antoine's co. A 7.1561
HCHO B 957.24
C 243.01
Pv Vapour Pressure of HCHO @ 70 °C 250.29
m Pv/ P 0.33
Ls=MWR= Minimum Wetting Rate required to form Liquid Film all over Packing.
MWR can be found out based on Tower Diameter which is yet not known
So this is required Trial & Error method for estimation of MWR
Minimum 1 M3/hr of Flow Rate is required for use of Centrifugal Pump for facilate absorption
Gw Gw=(G2*Mav)/(0.785*D2)
Gw=0.462/(0.785* D2)
F Flooding Considering 66
K At 66% Flooding 0.08712
Packing Detail
Select Packing Metal Pall Ring
Packing size 50
Fp Packing Factor 66
FLG 0.030
From Figure 9.3 FLG Vs. K at Flooding
Kf From Fig. 9.3 0.17
Let the Actual Velocity of Gas = 66 % of Flooding Velocity
F Flooding Considering 66
K At 66% Flooding 0.074
From Fig. 9.3 Find Pressure Drop at 66% Flooding
Pressure Drop 40
Gw Mass Velocity of Gas through Tower 3.369
At Tower Area required at Top 0.9750
Dt Tower Diameter required at Top 1.11
1114.49
Say 1150
HCHO Balance
Gs(Y1-Y2)=Ls(X1-X2)
X1 Kmol of HCHO/ Kmol Water in Outlet Liquid 0.084567
x1 Mole Fraction of HCHO in Outlet Water 0.077973
ρL Density of Solution leaving Tower 1800.0
L1 Molar Flow Rate of Water at Outlet 206.9926416931
L1=Ls(1+X1)
G1 G1=Gs(1+Y1) 423.88
3.42
G1w Mass Velocity of Gas leaving Tower
G1w= (G1*Mav gas/3600)/(0.785*D2)
G1w=3.42/(0.785*D2)
F Flooding Considering 66
K At 66% Flooding 0.076
From Fig. 9.3 Find Pressure Drop at 66% Flooding
Pressure Drop 55
Tower Data
Tower Diameter 1200 mm
Packing Height 3000 mm
Tower total Pr. Drop 120 mmwc
Velocity inside Tower 4.4 m/sec
°C
Atm Pump Requirement
mmhg Flow Rate 6 CMH
% Head 10 Mtr
mm
m/s Blower Requirement
m3/hr Flow Rate 12000 CMH
g/mol Static Pressure 600 MMWC
g/mol 6000 Pa
m3 atm/ kmol k Estimated Motor 20 KW
% 27 HP
Say 30 HP
Kmol/hr
Kmol/hr
Kmol/hr
Kmol/hr
Kmol/hr
Kmol/hr
Kmol/hr
Kg/m3
Kmol/hr
mmhg
absorption
Kg/m3
g/mol
m3/hr
Kmol/hr
Kg/hr
Kg/ m2 sec
Kmol/hr
Kg/sec
Kg/ Kmol
Kg/ m2 sec
Kg/m3
%
mmwc/m packing
m/s2
Cp
Kg/ m sec
SS-316
mm
m-1
Kg/ m2 sec
m2
m/s2
mm
mm
m3/m2 hr
ng
WR Value
Kg/ hr m2
m2/ hr
m2/m3
m3/ m2 hr
Kg/hr
Kmol/hr
mmwc/m packing
Kg/ m2 sec
m2
m/s2
mm
mm
Kg/ m2 hr
M3/ m2 hr
on
Kg/ Kmol
Kg/m3
Kg/m3
Kmol/hr
Kg/ kmol
Kg/ m2 sec
Kmol/hr
Kg/sec
Kg/ m2 sec
%
mmwc/m packing
Kg/ m2 sec
m/s
m2
m
mm
mm
Nos.
mmwc
Total ∆P
120 mmwc